In situ study of structural changes in soft matter systems while exposed to shear gives vital information related to the dynamics of polymers.
Despite the large number of specimens tested in shear, almost no information on the actual crack development during the process of failure is yet available.
In particular, Tgδ (=G″/G′) vs. temperature plots and Cole Cole plots generated with a dynamic, controlled shear rheometer, provided information on high temperature performances and macroscopic structure, respectively.
The resulting laterally sheared wavefronts carry information regarding the defocusing errors.
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We also modeled travel-times of converted S wave arrivals observed at the ocean bottom seismographs (OBSs) to obtain the shear-wave velocity information around the drill site, which cannot be retrieved using the MCS data.
See How to choose pinking shears for more information.
Final outputs of our analysis - the three main reports: R1R3, R1R2, and R1R2R3 - include information on shear sites, tags, and a combination of tags and shear sites, respectively.
The final processed data included information about shear sites (R1R3), tags (R1R2), and a combination of tags and shear sites (R1R2R3).
However, there is little information on shear connectors associated with precast concrete hollow-core slabs.
